CN220521395U - Transmission tower foundation reinforced structure - Google Patents
Transmission tower foundation reinforced structure Download PDFInfo
- Publication number
- CN220521395U CN220521395U CN202321499825.3U CN202321499825U CN220521395U CN 220521395 U CN220521395 U CN 220521395U CN 202321499825 U CN202321499825 U CN 202321499825U CN 220521395 U CN220521395 U CN 220521395U
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- sedimentation
- power transmission
- tower body
- iron tower
- pile
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- 230000005540 biological transmission Effects 0.000 title claims abstract description 51
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 66
- 238000004062 sedimentation Methods 0.000 claims abstract description 40
- 229910052742 iron Inorganic materials 0.000 claims abstract description 33
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 10
- 230000006641 stabilisation Effects 0.000 claims description 9
- 238000011105 stabilization Methods 0.000 claims description 9
- 239000000463 material Substances 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 230000000694 effects Effects 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 230000002441 reversible effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model provides a power transmission tower foundation reinforcing structure which comprises a power transmission iron tower body, and further comprises earth surface stabilizing piles, anti-sedimentation anti-slide piles and anti-overturning anti-slide piles, wherein the earth surface stabilizing piles are arranged on the periphery of the power transmission iron tower body, the anti-sedimentation anti-slide piles and the anti-overturning anti-slide piles are arranged on the lower side of the power transmission iron tower body and extend into the ground surface, and the anti-sedimentation anti-slide piles are positioned on the inner side of the anti-overturning anti-slide piles. The utility model has the advantages that: the construction is simple, the materials required by construction are common, the materials are convenient to obtain, the cost is low, and the construction cost is effectively reduced, and meanwhile, a good reinforcing effect of the foundation of the power transmission tower can be achieved.
Description
Technical Field
The utility model relates to the technical field of transmission line towers, in particular to a transmission tower foundation reinforcing structure.
Background
In recent years, the electric power development of China is very rapid. The transmission tower is a supporting point of a transmission overhead line, can be used for overhead wires and protecting and supporting, is mostly built near a power plant and a power distribution station, and is an important facility of an electric power department. Because the pylon is a towering structure, it is very sensitive to uneven settlement and tilt deformation of the foundation. At present, a power transmission iron tower foundation is usually of a soil structure, the stability of the foundation is poor, problems such as sedimentation and horizontal deflection are easy to occur in the long-time use process, bending deformation of a power transmission iron tower body is caused, the iron tower is inclined, and accidents such as tower falling or broken wires can even occur.
In summary, the conventional power transmission tower has the problems of uneven settlement of the foundation and the like, which can cause adverse effects on the building and have potential safety hazards.
Disclosure of Invention
The utility model aims to provide a power transmission tower foundation reinforcing structure which can effectively reinforce and reduce adverse effects on buildings caused by uneven settlement of a foundation and is safe for long-term use.
In order to achieve the above purpose, the present utility model is realized by the following technical scheme:
the utility model provides a transmission tower foundation reinforced structure, includes transmission iron tower body, still includes earth's surface stabilization stake, anti-sedimentation anti-slide stake, anti-toppling anti-slide stake, the transmission iron tower body is located all around to earth's surface stabilization stake, anti-sedimentation anti-slide stake and anti-toppling anti-slide stake locate transmission iron tower body downside and go deep below the earth's surface, anti-sedimentation anti-slide stake is located anti-toppling anti-slide stake's inboard.
Further, the earth surface stabilizing pile comprises a plurality of connecting rods and fixing plates which are in one-to-one correspondence, the connecting rods and the fixing plates are uniformly distributed around the power transmission iron tower body, one end of each connecting rod is connected with the power transmission iron tower body, the other end of each connecting rod is connected with the fixing plate, and the lower surface of each fixing plate is in contact with the surface of the foundation.
Further, the anti-sedimentation anti-slip pile comprises an anti-sedimentation main pile and an anti-sedimentation boss, wherein the anti-sedimentation main pile is arranged on the lower side of the power transmission iron tower body and extends below the ground surface, and the anti-sedimentation boss is arranged on the middle part and the bottom of the anti-sedimentation main pile and is clamped and reinforced with the foundation.
Further, the anti-sedimentation slide piles are obliquely arranged.
Further, the anti-overturning anti-skid pile comprises an anti-overturning main pile, support rods and extension plates, wherein the anti-overturning main pile is arranged on the lower side of the power transmission iron tower body and extends below the ground surface, and the extension plates are obliquely fixed on two sides of the anti-overturning main pile and are supported through the support rods.
Further, the anti-overturning anti-skid piles are arranged obliquely.
Compared with the prior art, the utility model has the following advantages:
according to the utility model, the surface stabilizing pile, the anti-overturning anti-skid pile and the anti-sedimentation anti-skid pile are combined, so that uneven sedimentation and horizontal displacement of a power transmission tower foundation are effectively prevented, and the safety problems of inclination deviation and the like of the power transmission tower are effectively avoided. Moreover, the reinforced structure is simple to construct, the materials required by construction are common, the materials are convenient to obtain, the cost is low, and the good reinforced effect of the foundation of the power transmission tower can be achieved while the construction cost is effectively reduced.
Drawings
Fig. 1 is a schematic diagram of the overall structure of a foundation reinforcement structure of a power transmission tower according to the present utility model.
Fig. 2 is a schematic view of the structure of the earth's surface stabilization pile of the present utility model.
FIG. 3 is a schematic structural view of the anti-settling slide pile of the present utility model.
Fig. 4 is a schematic structural view of the anti-overturning slide pile of the present utility model.
Reference numerals: 10. a power transmission iron tower body; 20. stabilizing piles on the earth surface; 21. a connecting rod piece; 22. a fixed plate; 30. anti-sedimentation anti-slide piles; 31. anti-sedimentation main pile; 32. anti-sedimentation boss; 40. anti-overturning anti-slip piles; 41. anti-overturning main piles; 42. a support rod; 43. an extension plate.
Description of the embodiments
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings.
As shown in fig. 1, the power transmission tower foundation reinforcing structure comprises a power transmission tower body, and further comprises a ground surface stabilizing pile, an anti-sedimentation anti-skid pile and an anti-overturning anti-skid pile, wherein the ground surface stabilizing pile is arranged on the periphery of the power transmission tower body, the anti-sedimentation anti-skid pile and the anti-overturning anti-skid pile are arranged on the lower side of the power transmission tower body and extend into the ground surface, and the anti-sedimentation anti-skid pile is positioned on the inner side of the anti-overturning anti-skid pile.
As shown in fig. 2, the surface stabilization pile comprises a plurality of connecting rods and fixing plates which are in one-to-one correspondence, the connecting rods and the fixing plates are uniformly distributed around the power transmission iron tower body, one end of each connecting rod is connected to the power transmission iron tower body, the other end of each connecting rod is connected to the fixing plate, and the lower surface of each fixing plate is in contact with the surface of the foundation. Specifically, a group of complete earth surface stabilizing piles consists of four connecting rods which are separated by 90 ︒ and are connected to the tower body of the power transmission iron tower and four fixed discs, and the earth surface stabilizing piles can generate reverse moment when the power transmission iron tower body is settled or inclined, so that the effect of restraining displacement is achieved.
As shown in fig. 3, the anti-sedimentation anti-slip pile comprises an anti-sedimentation main pile and an anti-sedimentation boss, wherein the anti-sedimentation main pile is arranged on the lower side of the power transmission iron tower body and extends below the ground surface, and the anti-sedimentation boss is arranged on the middle part and the bottom of the anti-sedimentation main pile and is clamped and reinforced with the foundation. The anti-settling slide piles are obliquely arranged to enhance the slide resistance. The anti-sedimentation anti-slide pile can enhance the stability of the foundation of the iron tower and prevent the body of the power transmission iron tower from sedimentation.
As shown in fig. 4, the anti-overturning anti-slip pile comprises an anti-overturning main pile, support rods and extension plates, wherein the anti-overturning main pile is arranged on the lower side of the power transmission iron tower body and extends below the ground surface, and the extension plates are obliquely fixed on two sides of the anti-overturning main pile and are supported through the support rods. The anti-toppling slide piles are arranged obliquely to enhance the slide resistance. The anti-overturning anti-skid pile can provide larger reverse moment when the power transmission iron tower body tilts, and plays a role in restraining tilting displacement.
Specifically, in this embodiment, the materials of the fixing plate, the anti-sedimentation main pile, the anti-sedimentation boss and the anti-capsizing main pile are reinforced concrete. Reinforced concrete is a common material in building construction, and facilitates on-site processing and on-site material taking.
Specifically, in this embodiment, the materials of the connection rod, the support rod, and the extension plate are steel materials. The steel has higher strength and is a conventional section, so that the structural strength of the arm of force is met, and the on-site processing and on-site material taking are facilitated.
The working principle of the utility model is as follows: firstly, building anti-sedimentation anti-slide piles and anti-overturning anti-slide piles in a foundation, secondly, building a foundation of a power transmission iron tower body at the upper end of each anti-slide pile, and finally, building four fixed discs around the foundation of the power transmission iron tower body and connecting the fixed discs to the power transmission iron tower body through connecting rods.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the concept of the present utility model, and such modifications and adaptations are intended to be comprehended within the scope of the present utility model.
Claims (6)
1. The utility model provides a transmission tower foundation reinforced structure, includes transmission iron tower body, its characterized in that: the anti-sinking anti-slip pile is arranged on the periphery of the power transmission iron tower body, and is arranged on the lower side of the power transmission iron tower body and deep below the ground surface.
2. A pylon foundation stabilization structure according to claim 1, wherein: the earth surface stabilizing pile comprises a plurality of connecting rods and fixing plates which are in one-to-one correspondence, the connecting rods and the fixing plates are uniformly distributed around the power transmission iron tower body, one end of each connecting rod is connected to the power transmission iron tower body, the other end of each connecting rod is connected to the fixing plate, and the lower surface of each fixing plate is in contact with the surface of a foundation.
3. A pylon foundation stabilization structure according to claim 1, wherein: the anti-sedimentation anti-slip pile comprises an anti-sedimentation main pile and an anti-sedimentation boss, wherein the anti-sedimentation main pile is arranged on the lower side of the power transmission iron tower body and stretches into the lower surface of the ground, and the anti-sedimentation boss is arranged on the middle part and the bottom of the anti-sedimentation main pile and is clamped and reinforced with the foundation.
4. A pylon foundation stabilization structure of claim 3 wherein: the anti-sedimentation slide-resistant piles are obliquely arranged.
5. A pylon foundation stabilization structure according to claim 1, wherein: the anti-overturning anti-slip pile comprises an anti-overturning main pile, support rods and extension plates, wherein the anti-overturning main pile is arranged on the lower side of a power transmission iron tower body and extends below the ground surface, and the extension plates are obliquely fixed on two sides of the anti-overturning main pile and are supported through the support rods.
6. A pylon foundation stabilization structure of claim 5 wherein: the anti-overturning anti-slip piles are obliquely arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321499825.3U CN220521395U (en) | 2023-06-13 | 2023-06-13 | Transmission tower foundation reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321499825.3U CN220521395U (en) | 2023-06-13 | 2023-06-13 | Transmission tower foundation reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220521395U true CN220521395U (en) | 2024-02-23 |
Family
ID=89939895
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321499825.3U Active CN220521395U (en) | 2023-06-13 | 2023-06-13 | Transmission tower foundation reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220521395U (en) |
-
2023
- 2023-06-13 CN CN202321499825.3U patent/CN220521395U/en active Active
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